Current soil-waste-vent (SWV) system design guides aim to produce ventilate
d drainage networks for buildings which protect attached water trap seals f
rom unwanted air pressure effects. Such effects may cause trap seal failure
that are caused by airflow induction during discharge. The ventilation des
ign guides are based on steady-state experiments utilising cold clean water
as a test media. However, most 'grey' and 'black' water sources are dosed
with detergent, and are often warm, which significantly alters the behaviou
r when compared to clean water. Thus, current design standards provide only
approximations of SWV system response. Results indicate that induced airfl
ows in warm detergent-dosed water can be significantly higher than those me
asured in clean water systems, by a factor of more than 2. This paper quant
ifies the effect of detergents in SWV systems in terms of observed air entr
ainment rates and previously published research on the factors that contrib
ute to air entrainment. Results of previous work are cast into dimensionles
s groupings suitable for inclusion into a mathematical simulation model bas
ed on a finite difference scheme. It utilises the method of characteristics
as a solution technique to simulate drainage system operation via the equa
tions that define unsteady partially filled or full bore pipe flows and the
boundary conditions represented by water traps and other common system com
ponents. (C) 2001 Elsevier Science Ltd. All rights reserved.